National shrine project for little arkansas national cemetery

Award Notice Posted

Solicitation number
36C78618Q0148
Agency
Awarded
to Gateway To Outdoor Solutions, LLC
Set-aside
Service-Disabled Veteran-Owned Small Business

Opportunity facts

Contract number
36C78618C0156 Federal contract award
NAICS code
561730 Landscaping Services
PSC
Not on record
More information

Notice details come from SAM.gov. Updated .

Notice text

3 versions

Update #3 · Latest ·

Solicitation amended to 1) add language regarding Payment and Performance Bonds 2) add FAR clause 52.228-16 Performance and Payment Bonds Other than Construction (Nov 2006) and 3) add VAAR clause 852.228-70 Bond Premium Adjustment.

1. Payment and Performance Bonds will be required within 10 days of award notice. Award of this contract is contingent upon the apparent awardee s ability to obtain bonding. If the apparent awardee is unable to obtain bonding within 10 days of award notice, award will be made to the next offeror in line for award.

2. Addition of FAR 52.228-16 Performance and Payment Bonds Other Than Construction (Nov 2006)

(a) Definitions. As used in this clause

Original contract price means the award price of the contract or, for requirements contracts, the price payable for the estimated quantity; or, for indefinite-quantity contracts, the price payable for the specified minimum quantity. Original contract price does not include the price of any options, except those options exercised at the time of contract award.

(b) The Contractor shall furnish a performance bond (Standard Form 1418) for the protection of the Government in an amount equal to 100 percent of the original contract price and a payment bond (Standard Form 1416) in an amount equal to 100 percent of the original contract price.

(c) The Contractor shall furnish all executed bonds, including any necessary reinsurance agreements, to the Contracting Officer, within 10 days, but in any event, before starting work.

(d) The Government may require additional performance and payment bond protection if the contract price is increased. The Government may secure the additional protection by directing the Contractor to increase the penal amount of the existing bonds or to obtain additional bonds.

(e) The bonds shall be in the form of firm commitment, supported by corporate sureties whose names appear on the list contained in Treasury Department Circular 570, individual sureties, or by other acceptable security such as postal money order, certified check, cashier's check, irrevocable letter of credit, or, in accordance with Treasury Department regulations, certain bonds or notes of the United States. Treasury Circular 570 is published in the Federal Register, or may be obtained from the:

U.S. Department of the Treasury

Financial Management Service

Surety Bond Branch

3700 East West Highway, Room 6F01

Hyattsville, MD 20782.

Or via the internet at http://www.fms.treas.gov/c570/.

(End of clause)

3. VAAR 852.228-70 Bond Premium Adjustment (Jan 2008)

When net changes in original contract price affect the premium of a Corporate Surety Bond by $5 or more, the Government, in determining the basis for final settlement, will provide for bond premium adjustment computed at the rate shown in the bond.

(End of Clause)

End of Document

Update #2 ·

Solicitation amended to address questions from prospective vendors.

Question 1: In B.2 Performance Work Statement, F, ii it states:

"remove the top six inches of soil and import and grade six inches of clean topsoil after turf removal but prior to new turf installation; and in one burial section the Contractor shall not remove existing soil but shall still be required to import and grade new topsoil."

There is only one section to be realigned in the statement of work. Are we to remove the six inches from Section 15A or add to the existing grade to facilitate drainage?

Answer 1:   Yes, also they can use some of the existing topsoil as long is treated and free of any debris IAW the specifications.

Question 2: During the site visit there was significant rainfall. At the top of the Section there was flooding in the street and it was flowing into the Section (see attached picture). Can the cemetery personnel address the cause of the flooding whether it is a clogged drain in the street or another cause? Once we strip the section this would cause significant damage during any rain event.

Answer 2: The cemetery staff will address this and provide us with feedback.  See response to question 1.

Question 3: The crushed rock spec that is in the RFQ (Pg. 37) is for upright stones. Usually for flat stones more of a birds-eye material is used. Can you verify the type of rock or gravel to be used for the flat headstones?

Answer 3: Crushed Rock shall consist of the product obtained by crushing rock or stone so that is meets the following gradation requirements:



Sieve Size % Passing

Particle Size

% of Passing

1/2 inch

100

3/8 inch

70 90

No. 4

50 72

No. 8

35 55

No. 40

14 32

No. 200

4.0- 10.0



The gradation of crushed rock shall comply with ASTM D-448. Sampling and sieve analysis shall be performed in accordance with ASTM D-75 and ASTM C-136.



This product and gradation was been working well for us.

Question 4: In the specs it talks about using the skid loader over the gravesites my question is Can a pick-up truck with a small dump trailer over grave sites to help removing old sod.

Answer 4: The contractor shall use construction equipment at the gravesites only.  This action is to eliminate the perception that any visitor can drive their personal vehicles to visit their loves ones gravesite.

Question 5: In the specs. talks about flat markers can be move to the next maker til R& R is done on first row of makers. So I'm ask this can a person jump over 5 row and begin a New row on R&R to keep remove going but keeping maker in same gravesite?

Answer 5: The contractor can work two or three rows at the discretion of the COR but any step/task/process will need to be verified by the COR before continuing the next step; for example: trenching and compacting the subfloor will need to be verified before backfill (aggregate) is added, etc.

Question 6: In the spec. It talk about killing old sod and tilling to remove, if I used a mini excav. With a 55" mop Bucket I can Peel the old sod right out load and remove to replace with New top soil, Is this acceptable. By doing this I would not have to kill the grass or tilling just haul off.

Answer 6: No, there is a reason why we request a total kill; sometimes they are a lot of weeds; mixed grass; unhealthy roots system, soil low in nutrients, etc.

Question 7: I was talking to a local landscape which he does work at the cemetery for you, he was saying that 15 A has a sprinkler system I cannot see in the spec. where it talks about it, or am I missing it somewhere can you please help give me with a answer on sprinkler in ground at lot 15A.

Answer 7: Drawing included as Exhibit A in this modification.

Question 8: In Section 04 01 00 / 1.3.6. It reads, Do not use D/2 Biological Solution on Granite Marker , My Suppler said it will not Damage Granite please let know if 1.3.6. stands or we can use D/2 Solution on Flat Granite marker.

Answer 8: Do not use D/2 on granite markers. Offerors can use Weather-Zyme Building and Exterior Cleaner. Product description can be found at: https://www.unitedlabsinc.com/content/pdf/label/727label.pdf

Update #1 ·

See attached RFQ 36C78618Q0148

Files

File Type Posted
36C78618C0156-000.docx DOCX document
36C78618Q0148-00002000.docx DOCX document
36C78618Q0148-00001001.pdf PDF
36C78618Q0148-00001000.docx DOCX document
36C78618Q0148-002.docx DOCX document
36C78618Q0148-003.pdf PDF
36C78618Q0148-001.pdf PDF
36C78618Q0148-005.docx DOCX document
36C78618Q0148-004.pdf PDF
36C78618Q0148-000.docx DOCX document

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